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ARCHIVED REPORTS_XR0003572
EnvironmentalHealth
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ARCHIVED REPORTS_XR0003572
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Last modified
9/14/2020 5:54:31 AM
Creation date
8/6/2020 11:45:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003572
RECORD_ID
PR0545952
PE
3528
FACILITY_ID
FA0003495
FACILITY_NAME
ABF FREIGHT SYSTEMS INC
STREET_NUMBER
2427
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
19817006
CURRENT_STATUS
02
SITE_LOCATION
2427 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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UST Closure Report <br /> ABF Freight System,Inc <br /> Manteca,California Page 4 <br />�• Excavation around the UST occurred on March 16 and 17, 1998 Excavated soils were <br /> stockpiled next to the excavation site The depth of the excavation was approximately 11 feet <br /> and groundwater was encountered at approximately 10 5 feet Stained soils were observed at the <br /> base of the excavation <br /> 3_-la Removal of UST <br /> On March 18, 1998, the UST was merted with approximately 153 lbs of dry ice provided by <br /> Arctic Ice Company of Stockton, California A combustible gas indicator was used to confirm <br /> that both LEL and OZ levels were below 10% prior to the UST removal Thompson & Rich <br /> Crane Service, Inc of Stockton, California removed the UST from the excavation The removal <br /> activities were conducted under the observation of CAL INC and County of San Joaquin 7 <br /> personnel <br /> The UST was lowered to the ground where it was cleaned and inspected No identifiable holes <br /> were found, however, the UST showed signs of leakage in the comers Pitting was evident on <br /> the underside of the UST <br /> The excavation was to a depth of approximately 11 feet Groundwater was at a depth of <br /> approximately 10 5 feet Contamination was visually evident on the surface of the groundwater <br /> and a hydrocarbon odor was present Approximately 100 cubic yards of soil stained with diesel <br /> was stockpiled adjacent to the excavation <br /> After removal of the UST, the excavation bottom was probed using the backhoe bucket to assess <br /> subsurface conditions beneath the UST The probing confirmed that the UST was not secured to <br /> a concrete ballast slab <br /> 4.0 SAMPLING AND ANALYTICAL PROGRAM <br /> This section presents a discussion of the soil and groundwater sampling procedures and <br /> analytical methodologies that were utilized for the project All sampling and analytical work <br /> conducted on the project was conducted in accordance with the Project Work Plan The specific <br /> laboratory analyses was conducted by North State Environmental Analytical Laboratory of South <br /> San Francisco, California, a State of California-approved laboratory The sampling program <br /> consisted of the collection of samples from the following areas 1) soil samples from the <br /> stockpile area collected to profile the soil for disposal, 2) confirmatory soil samples from the <br /> excavation bottom to confirm soil conditions at the limits of excavation, 3) soil samples from the <br /> dispenser area to determine soil conditions around the associated piping, and 4) groundwater <br /> samples from the excavation to assess groundwater conditions The analytical results are <br /> presented in Appendix 3 A description of each type of sampling activity is presented in the <br /> following sections <br /> i <br /> 11.SEAM:RIIC-DRIVE1PR47ECTS132721Pians and Reports\UST Closure Report doc <br /> May 21,1998 <br />
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